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GROUND ENGINEERING CONSULTANTS, I NC. <br />TABLE 1 <br />SUMMARY OF LABORATORYTEST RESULTS <br />Sam Ic Location Natural Natural Gradation Pcrccnt Attcrber Limits Unconfined Water <br /> Moisture Dry Passing Liquid Plasticity Compressive Soluble <br /> Depth Content Density Gravel Sand No, 200 Limit Index Strcugth Sulfates <br />Hole Icct ~ 9b % Sieve 3S % % Sotl or Bedrock T e <br />A 9 12.2 1193 61 28 I 1060D Sand Cla <br />D 9 19.7 104$ 50 29 13 Sand and Cla <br /> <br />D 19 17.4 35 30 l2 Cla a Sand <br /> <br />E 9 12.3 108b 68 32 15 Sand Cla <br /> <br />E 14 9.9 1152 63 26 13 10400 Sand Cla <br /> <br />F 4 7.9 97.6 72 33 15 5750 Sand Cla <br />I J I 4 I 14.2 I 101.8 I I I 82 I 38 I 21 I I I Sandy Clay I <br />5-20 I 16.6" I 1092' <br />14 ~ 11.6 ~ 111.0 <br />69 <br />'Jndr.~t~ optimum moisture content and maximum remolded drydcnsity. <br />• • • <br />B 9-10 21.2 106.0 52 30 11 Sand and Cla <br />